Work plan to assess treatment of trench water from Waste Area Grouping 6 at Oak Ridge National Laboratory, Oak Ridge, Tennessee
Abstract
Water from a selected waste disposal trench in Waste Area Grouping (WAG) 6 will be used to conduct a pilot-scale treatment assessment. The experiment will be designed to demonstrate whether adding WAG 6 trench water to the wastewater treatment facilities at Oak Ridge National Laboratory (ORNL) will change the regulatory status of the solid wastes produced by these facilities. Laboratory-scale treatability tests conducted in 1990 showed that the existing ORNL wastewater treatment facilities could successfully treat the WAG 6 trench water to meet discharge requirements, but the tests did not address the regulatory status of the solid wastes produced by the treatment processes. A longer-term, larger-scale test will be performed to determine if these solid wastes will become hazardous as defined by the Resource Conservation and Recovery Act when WAG 6 trench water is mixed with the existing process wastewater. These data are needed to determine the feasibility of adding the WAG 6 trench water to the treatment facilities.
- Authors:
- Publication Date:
- Research Org.:
- Oak Ridge National Lab., TN (United States)
- Sponsoring Org.:
- USDOE; USDOE, Washington, DC (United States)
- OSTI Identifier:
- 5410716
- Report Number(s):
- ORNL/ER-116
ON: DE92013478
- DOE Contract Number:
- AC05-84OR21400
- Resource Type:
- Technical Report
- Country of Publication:
- United States
- Language:
- English
- Subject:
- 12 MANAGEMENT OF RADIOACTIVE AND NON-RADIOACTIVE WASTES FROM NUCLEAR FACILITIES; 11 NUCLEAR FUEL CYCLE AND FUEL MATERIALS; ORNL; REMEDIAL ACTION; WASTE WATER; WASTE PROCESSING; CHEMICAL ANALYSIS; DECOMMISSIONING; DECONTAMINATION; FLOWSHEETS; LOW-LEVEL RADIOACTIVE WASTES; OPERATION; ORGANIC COMPOUNDS; RADIOISOTOPES; SAFETY ANALYSIS; STORAGE FACILITIES; WASTE FORMS; WASTE MANAGEMENT; CLEANING; DIAGRAMS; HYDROGEN COMPOUNDS; ISOTOPES; LIQUID WASTES; MANAGEMENT; MATERIALS; NATIONAL ORGANIZATIONS; OXYGEN COMPOUNDS; PROCESSING; RADIOACTIVE MATERIALS; RADIOACTIVE WASTES; US AEC; US DOE; US ERDA; US ORGANIZATIONS; WASTES; WATER; 052001* - Nuclear Fuels- Waste Processing; 054000 - Nuclear Fuels- Health & Safety
Citation Formats
Taylor, P.A. Work plan to assess treatment of trench water from Waste Area Grouping 6 at Oak Ridge National Laboratory, Oak Ridge, Tennessee. United States: N. p., 1992.
Web. doi:10.2172/5410716.
Taylor, P.A. Work plan to assess treatment of trench water from Waste Area Grouping 6 at Oak Ridge National Laboratory, Oak Ridge, Tennessee. United States. doi:10.2172/5410716.
Taylor, P.A. Sun .
"Work plan to assess treatment of trench water from Waste Area Grouping 6 at Oak Ridge National Laboratory, Oak Ridge, Tennessee". United States.
doi:10.2172/5410716. https://www.osti.gov/servlets/purl/5410716.
@article{osti_5410716,
title = {Work plan to assess treatment of trench water from Waste Area Grouping 6 at Oak Ridge National Laboratory, Oak Ridge, Tennessee},
author = {Taylor, P.A.},
abstractNote = {Water from a selected waste disposal trench in Waste Area Grouping (WAG) 6 will be used to conduct a pilot-scale treatment assessment. The experiment will be designed to demonstrate whether adding WAG 6 trench water to the wastewater treatment facilities at Oak Ridge National Laboratory (ORNL) will change the regulatory status of the solid wastes produced by these facilities. Laboratory-scale treatability tests conducted in 1990 showed that the existing ORNL wastewater treatment facilities could successfully treat the WAG 6 trench water to meet discharge requirements, but the tests did not address the regulatory status of the solid wastes produced by the treatment processes. A longer-term, larger-scale test will be performed to determine if these solid wastes will become hazardous as defined by the Resource Conservation and Recovery Act when WAG 6 trench water is mixed with the existing process wastewater. These data are needed to determine the feasibility of adding the WAG 6 trench water to the treatment facilities.},
doi = {10.2172/5410716},
journal = {},
number = ,
volume = ,
place = {United States},
year = {Sun Mar 01 00:00:00 EST 1992},
month = {Sun Mar 01 00:00:00 EST 1992}
}
-
Water from a selected waste disposal trench in Waste Area Grouping (WAG) 6 will be used to conduct a pilot-scale treatment assessment. The experiment will be designed to demonstrate whether adding WAG 6 trench water to the wastewater treatment facilities at Oak Ridge National Laboratory (ORNL) will change the regulatory status of the solid wastes produced by these facilities. Laboratory-scale treatability tests conducted in 1990 showed that the existing ORNL wastewater treatment facilities could successfully treat the WAG 6 trench water to meet discharge requirements, but the tests did not address the regulatory status of the solid wastes produced bymore »
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Design report on the test system used to assess treatment of trench water from Waste Area Grouping 6 at Oak Ridge National Laboratory, Oak Ridge, Tennessee
New liquid waste streams will be generated as a consequence of closure activities at Waste Area Grouping (WAG) 6 at Oak Ridge National Laboratory (ORNL). It is proposed that these waste streams be treated for removal of contaminants by adding them to the ORNL wastewater treatment facilities. Previous bench-scale treatability studies indicate that ORNL treatment operations will adequately remove the contaminants, although additional study is required to characterize the secondary waste materials produced as a result of the treatment. A larger scale treatment system was constructed to produce secondary wastes in the quantities necessary for characterization and US Environmental protectionmore » -
Design report on the test system used to assess treatment of trench water from Waste Area Grouping 6 at Oak Ridge National Laboratory, Oak Ridge, Tennessee. Environmental Restoration Program
New liquid waste streams will be generated as a consequence of closure activities at Waste Area Grouping (WAG) 6 at Oak Ridge National Laboratory (ORNL). It is proposed that these waste streams be treated for removal of contaminants by adding them to the ORNL wastewater treatment facilities. Previous bench-scale treatability studies indicate that ORNL treatment operations will adequately remove the contaminants, although additional study is required to characterize the secondary waste materials produced as a result of the treatment. A larger scale treatment system was constructed to produce secondary wastes in the quantities necessary for characterization and US Environmental protectionmore » -
Characterization of secondary solid waste anticipated from the treatment of trench water from Waste Area Grouping 6 at Oak Ridge National Laboratory, Oak Ridge, Tennessee
This project was undertaken to demonstrate that new liquid waste streams, generated as a consequence of closure activities at Waste Area Grouping (WAG) 6, can be treated adequately by existing wastewater treatment facilities at Oak Ridge National Laboratory (ORNL) without producing hazardous secondary solid wastes. Previous bench-scale treatable studies indicated that ORNL treatment operations will adequately remove the contaminants although additional study was required in order to characterize the secondary waste materials produced as a result of the treatment A 0.5-L/min pilot plant was designed and constructed to accurately simulate the treatment capabilities of ORNL fill-scale (490 L/min) treatment facilities-themore » -
Characterization of secondary solid waste anticipated from the treatment of trench water from Waste Area Grouping 6 at Oak Ridge National Laboratory, Oak Ridge, Tennessee. Environmental Restoration Program
This project was undertaken to demonstrate that new liquid waste streams, generated as a consequence of closure activities at Waste Area Grouping (WAG) 6, can be treated adequately by existing wastewater treatment facilities at Oak Ridge National Laboratory (ORNL) without producing hazardous secondary solid wastes. Previous bench-scale treatable studies indicated that ORNL treatment operations will adequately remove the contaminants although additional study was required in order to characterize the secondary waste materials produced as a result of the treatment A 0.5-L/min pilot plant was designed and constructed to accurately simulate the treatment capabilities of ORNL fill-scale (490 L/min) treatment facilities-themore »